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L <br /> LFebruary 16,2005 <br /> NOA Project Number: E040149A <br /> Address,Date Tank Lines,Length,Pits Comments <br /> Capacity <br /> North side of Linne Road 175 945 gal Two lines 60 feet deep New installation for a <br /> yards west of Chrism=Road,3- residence <br /> 3-52 <br /> North side of Linne Road,150 945 gal Two lines 60 feet each New installation for a <br /> r yards west of Chessman Road,3- residence <br /> 3-52 <br /> The majority of septic systems in the area appear to utilize leach lines and often have pits. <br /> 3.6 Septic Repair Permit History in the Vicinity <br /> v <br /> The following septic system repair permits were found for the vicinity of the Site during file review <br /> at EHD on December 2, 2004: <br /> Table 2. <br /> Vicinity Septic System Repair Permit Summary. <br /> r Address,Date Tank Lines,Length,Pits Comments <br /> Capacity <br /> Comer of Linne Road and 1000 gal One lute 90 feet,two Added pits and one line to existing <br /> Chrisman Road,11-2-60 pits 33-36" diameter by system for a school <br /> 25 feet <br /> Comer of Linne Road and Not reported Addition of one 50 Repair/addition for a commercial <br /> Chrisman Road,6-26-63 foot line and one 48" operation <br /> diameter by 18 foot pit <br /> ` Linne Road'/z mi east of 8000 Replacement of septic Repair/ addition for a commercial <br /> McArthur Road, 10-23-62 1 1 tank I operation <br /> ` The repair permits found during the file review are for the addition of leach lines and for the <br /> replacement of septic tank. <br /> t <br /> 3.7 Expected On-Site Maximum Septic Tank Usage <br /> L Maximum expected usage on each proposed parcel would be for a primary residence and second <br /> dwelling unit. Septic system design should be based on the On-Site Wastewater Disposal Standards or <br /> other engineering recommendations. <br /> V <br /> 6. <br /> 4 <br /> tr <br /> --0A <br /> L <br />